CN106337444A - Basic raft water-proof coiled material raft-reserving protective construction method - Google Patents
Basic raft water-proof coiled material raft-reserving protective construction method Download PDFInfo
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- CN106337444A CN106337444A CN201610739731.7A CN201610739731A CN106337444A CN 106337444 A CN106337444 A CN 106337444A CN 201610739731 A CN201610739731 A CN 201610739731A CN 106337444 A CN106337444 A CN 106337444A
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
- E02D31/025—Draining membranes, sheets or fabric specially adapted therefor, e.g. with dimples
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0006—Plastics
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Abstract
The invention discloses a basic raft water-proof coiled material raft-reserving protective construction method, which comprises the following steps: 1, paving a bottom-layer polyphenyl board: after paving a coiled material waterproof layer on a basic cushion layer, turning up a connecting raft reserved section of the coiled material waterproof layer, paving the bottom-layer polyphenyl board on the outer side of the basic cushion layer, and enabling the inner side wall of the bottom-layer polyphenyl board to abut against the outer side wall of the basic cushion layer; 2, paving an upper-layer polyphenyl board: paving the upper-layer polyphenyl board on the bottom-layer polyphenyl board, so that the outer side wall of the upper-layer polyphenyl board is level with the outer side wall of the bottom-layer polyphenyl board and the connecting raft reserved section is clamped between the upper-layer polyphenyl board and the bottom-layer polyphenyl board; and 3, mounting a pressing mechanism: mounting the pressing mechanism on the upper-layer polyphenyl board, so that the upper-layer polyphenyl board is pressed on the basic cushion layer and the bottom-layer polyphenyl board. The method provided by the invention is simple in step, reasonable in design, simple and convenient in construction, high in construction efficiency and good in use effect, can quickly finish water-proof coiled material raft-reserving protective construction, avoids pollution to surrounding environment, and is economical and practical.
Description
Technical field
The invention belongs to housing construction technical field, especially relate to a kind of Base isolation system waterproof roll and get rid of raft protection
Construction method.
Background technology
In the realm of building construction, when waterproof roll is constructed, face width is typically greater than web width, needs
Couple together, a part will be repeated between two width and connect raft with regard to crying;If a part of waterproof is first done, another part does not also work
Face, a period of time such as needs does again, just stays a head, cries and get rid of raft, such as will get rid of between Base isolation system waterproof and external wall waterproof
Raft.Base isolation system is also referred to as sole plate, refers to be located at the reinforced concrete floor of bottommost in building structure, under Base isolation system
Side's setting blinding layer, this blinding layer is usually concrete cushion.At present, in China's building engineering, Base isolation system
Waterproof roll gets rid of raft protection construction and substantially still adopts traditional construction method, and this conventional construction method uses base mat
Layer construction builds, along blinding layer periphery, the mode protecting wall by laying bricks or stones after finishing, and need to first abolish interim protection wall when connecing raft construction, more clearly
Reason waterproof roll, subsequently carries out connecing raft construction, and not only speed of application is slow for above-mentioned conventional construction method, low construction efficiency, and becomes
This height.
Content of the invention
The technical problem to be solved is, for above-mentioned deficiency of the prior art, to provide a kind of Base isolation system
Waterproof roll gets rid of raft protection construction method, and its method and step is simple, reasonable in design and easy construction, efficiency of construction are high, using effect
Really good, energy is easy, be rapidly completed waterproof roll gets rid of raft protection work progress, and to the week side of boss environmental nonpollution, economical and practical.
For solving above-mentioned technical problem, the technical solution used in the present invention is: a kind of Base isolation system waterproof roll gets rid of raft and protects
Shield construction method is it is characterised in that the method comprises the following steps:
Step one, the laying of bottom styrofoam: after the completion for the treatment of the coil waterproof layer laying on blinding layer, by coil waterproof layer
The raft that connects reserve section and dig upwards, lay bottom styrofoam outside blinding layer, and make madial wall and the base of bottom styrofoam
The lateral wall of plinth bed course is close to;
The described raft that connects reserves section for extending out to the sections outside blinding layer in coil waterproof layer;Described blinding layer is position
Concrete cushion below Base isolation system, is provided with bottom cushion below described blinding layer;
Step 2, the laying of upper strata styrofoam: laying upper strata styrofoam above bottom styrofoam described in step one, and make
The lateral wall of upper strata styrofoam and the lateral wall flush of bottom styrofoam, and the described reserved section of raft that connects is held on upper strata styrofoam
And bottom styrofoam between;
The width of described upper strata styrofoam is more than the width of bottom styrofoam;
Step 3, hold-down mechanism are installed: in upper strata styrofoam described in step 2, hold-down mechanism is installed, and by described pressure
Tight actuator base is fixed on bottom cushion, so that upper strata styrofoam is pressed in blinding layer and bottom styrofoam.
Above-mentioned Base isolation system waterproof roll gets rid of raft protection construction method, it is characterized in that: in step 3, hold-down mechanism installs
Cheng Hou, also need to paste fixing polyphenyl bar inside the styrofoam of upper strata, and described polyphenyl bar is in parallel laying with upper strata styrofoam.
Above-mentioned Base isolation system waterproof roll gets rid of raft protection construction method, it is characterized in that: upper strata styrofoam described in step one
Width be 250mm~350mm, the width of bottom styrofoam described in step 2 is 150mm~250mm, described bottom polyphenyl
Plate is identical with the thickness of blinding layer.
Above-mentioned Base isolation system waterproof roll gets rid of raft protection construction method, it is characterized in that: upper strata styrofoam described in step 2
Thickness be 30mm~50mm;Described bottom styrofoam and upper strata styrofoam are all laid along the surrounding sideline of blinding layer.
Above-mentioned Base isolation system waterproof roll gets rid of raft protection construction method, it is characterized in that: hold-down mechanism bag described in step 3
Include multiple compressing members, multiple described compressing members are laid from front to back along the length direction of upper strata styrofoam, multiple described pressures
Tight part perpendicular laying all with upper strata styrofoam.
Above-mentioned Base isolation system waterproof roll gets rid of raft protection construction method, it is characterized in that: described compressing member is l shape compressing member,
Described l shape compressing member by horizontal sections and be located at described horizontal sections outside lower section vertical sections be formed by connecting, described level
Sections is supported in the styrofoam of upper strata, and described vertical sections bottom is fixed in bottom cushion.
Above-mentioned Base isolation system waterproof roll gets rid of raft protection construction method, it is characterized in that: carry out hold-down mechanism peace in step 3
Before dress, also need to tile in upper strata styrofoam described in step 2 backing plate, described backing plate pad be loaded on described hold-down mechanism with upper
Between strata benzene plate.
Above-mentioned Base isolation system waterproof roll gets rid of raft protection construction method, it is characterized in that: described backing plate is sheeting caps, described wood
The quantity of backing plate is multiple, and multiple described sheeting caps are laid at grade from the inside to the outside.
Above-mentioned Base isolation system waterproof roll gets rid of raft protection construction method, it is characterized in that: in step 3, hold-down mechanism installs
Cheng Hou, coil waterproof layer described in step one pours fish tail and waterproof layer;Upper strata styrofoam described in step 2 is described anti-
Water conservation layer pour forming panel.
Above-mentioned Base isolation system waterproof roll gets rid of raft protection construction method, it is characterized in that: bottom styrofoam described in step one
Gap and blinding layer between is not more than 10mm;Described bottom styrofoam and upper strata styrofoam are spelled by multiple polyphenyl plate segments
Connect and form, multiple described polyphenyl plate segments are laid from front to back along the surrounding sideline of blinding layer, two neighboring described poly-
Gap between benzene plate sections is not more than 10mm.
The present invention compared with prior art has the advantage that
1st, method and step is simple, reasonable in design and input construction cost is relatively low.
2nd, easy construction, efficiency of construction is high, and artificial input amount is few, saves the time.
3rd, can effective reduces cost, reduce waste of material, realize green construction target.
4th, save the formwork erection of fish tail and waterproof layer, reduce working procedure, reduction of erection time.
5th, using effect is good, including the coil waterproof layer being laid on blinding layer, is laid in bottom outside blinding layer
Strata benzene plate, be located at bottom styrofoam above upper strata styrofoam and upper strata styrofoam is pressed on blinding layer and bottom polyphenyl
Hold-down mechanism on plate, extend out to the reserved section of raft that connects outside blinding layer and is held on upper strata styrofoam and bottom in coil waterproof layer
Between strata benzene plate, during practice of construction, only need to lay bottom styrofoam outside blinding layer, and spread above bottom styrofoam
If upper strata styrofoam, then hold-down mechanism is installed so that the raft that connects of coil waterproof layer is reserved section and be held on upper strata styrofoam and bottom polyphenyl
Between plate.The protected effect that using the present invention, waterproof roll is got rid of with raft position is good, and it is not made when connecing raft construction
Become to destroy.Thus, present invention reduces waterproof roll gets rid of the difficulty of construction of raft protection, constructing operation is easy, and operation reduces, not only
Effectively increase the protected effect that Base isolation system waterproof roll is got rid of with raft position, and largely improve work efficiency, accelerate
Construction speed, reduces construction cost, achieves good economic benefit.Meanwhile, environmental protection, safe and reliable, both accomplished
The secondary utilization of waste and scrap, also avoids causing building waste, has good social benefit.Meanwhile, dismount simplicity, connect raft and apply
Man-hour only need to remove hold-down mechanism, saving of work and time, and adopted bottom styrofoam, upper strata styrofoam, hold-down mechanism
Can reuse Deng all, high recycling rate and input cost is relatively low, can effectively reduce the wasting of resources, significantly reduce and be constructed into
This.
6th, widely applicable, the raft position of getting rid of that can be effectively applicable to Base isolation system waterproof roll in basementwaterproofing is applied
Work, especially larger to basement area engineering, there is significant economic benefit.
In sum, the inventive method step is simple, reasonable in design and easy construction, efficiency of construction height, using effect are good,
Energy is easy, be rapidly completed waterproof roll gets rid of raft protection work progress, and to the week side of boss environmental nonpollution, economical and practical.
Below by drawings and Examples, technical scheme is described in further detail.
Brief description
Fig. 1 is method of the present invention FB(flow block).
Fig. 2 lay for coil waterproof layer of the present invention after the completion of Construction State schematic diagram.
Fig. 3 is the Construction State schematic diagram after the completion of bottom styrofoam laying of the present invention.
Fig. 4 is the Construction State schematic diagram after the completion of the styrofoam laying of upper strata of the present invention.
Fig. 5 is the Construction State schematic diagram after hold-down mechanism installation of the present invention.
Fig. 6 is the Construction State schematic diagram after the completion of polyphenyl bar of the present invention is fixed.
Description of reference numerals:
1 blinding layer;2 coil waterproof layers;3 bottom styrofoam;
4 upper strata styrofoam;5 bottom cushions;6 compressing members;
7 sheeting caps;8 polyphenyl bars.
Specific embodiment
A kind of Base isolation system waterproof roll as shown in Figure 1 gets rid of raft protection construction method, comprises the following steps:
Step one, the laying of bottom styrofoam: after the completion for the treatment of coil waterproof layer 2 laying on blinding layer 1, by waterproof coiled material
The reserved section of raft that connects of layer 2 is dug upwards, in blinding layer 1 outside laying bottom styrofoam 3, and makes the inner side of bottom styrofoam 3
Wall is close to the lateral wall of blinding layer 1, refers to Fig. 2 and Fig. 3;
The described raft that connects reserves section for extending out to the sections in blinding layer 1 outside in coil waterproof layer 2;Described blinding layer 1
It is the concrete cushion below Base isolation system, below described blinding layer 1, be provided with bottom cushion 5;
Step 2, the laying of upper strata styrofoam: laying upper strata styrofoam 4 above bottom styrofoam 3 described in step one, and
Make the lateral wall of upper strata styrofoam 4 and the lateral wall flush of bottom styrofoam 3, and the described reserved section of raft that connects is held on strata
Between benzene plate 4 and bottom styrofoam 3, refer to Fig. 4;
The width of described upper strata styrofoam 4 is more than the width of bottom styrofoam 3;
Step 3, hold-down mechanism are installed: in upper strata styrofoam 4 described in step 2, hold-down mechanism is installed, and will be described
Hold-down mechanism bottom is fixed on bottom cushion 5, so that upper strata styrofoam 4 is pressed in blinding layer 1 and bottom styrofoam 3, in detail
See Fig. 5 and Fig. 6.
In step one, after the completion of the laying of described bottom styrofoam 3, by described connect raft and reserve turn under section, and connect described in making
Raft is reserved section and is positioned in bottom styrofoam 3.
Wherein, described styrofoam is used as the protective layer of waterproof layer, full name polystyrene foam plate, also known as cystosepiment or eps
Plate.The present invention can be effectively utilized the physical property of styrofoam, because styrofoam belongs to flexible material, have good load and delay
Punching performance, and tight with the seam of waterproof roll, waterproof roll can be played with more preferable protective effect.
During practice of construction, described coil waterproof layer 2 includes waterproof roll and its extra play.
Described blinding layer 1, coil waterproof layer 2, bottom styrofoam 3, upper strata styrofoam 4 and bottom cushion 5 are all in level
Lay.
And, described coil waterproof layer 2 and bottom styrofoam 3 are all laid along the surrounding sideline of blinding layer 1.
During practice of construction, the width on upper strata styrofoam described in step one 4 is 250mm~350mm, bottom described in step 2
The width of strata benzene plate 3 is 150mm~250mm.
In the present embodiment, the width of described bottom styrofoam 3 is 200mm, and the width of described upper strata styrofoam 4 is 300mm.
During practice of construction, according to specific needs phase can be carried out respectively to the width of bottom styrofoam 3 and upper strata styrofoam 4
Should adjust.
In the present embodiment, described bottom styrofoam 3 is identical with the thickness of blinding layer 1.
And, described bottom styrofoam 3 is 80mm~120mm with the thickness of blinding layer 1.
In the present embodiment, described bottom styrofoam 3 is 100mm with the thickness of blinding layer 1.
During practice of construction, according to the thickness of blinding layer 1, the thickness of bottom styrofoam 3 can be adjusted accordingly.
And, described upper strata styrofoam 4 and the width of bottom styrofoam 3, (i.e. described to connect raft pre- to get rid of raft width according to coiled material
Stay the width of section) adjust accordingly.Wherein, the width of bottom styrofoam 3 is not less than the described width connecing the reserved section of raft, described
The big 100mm of width of the width ratio bottom styrofoam 3 of upper strata styrofoam 4.
The thickness on upper strata styrofoam described in step 24 is 30mm~50mm.
In the present embodiment, the thickness of described upper strata styrofoam 4 is 40mm.
During practice of construction, can according to specific needs the thickness of upper strata styrofoam 4 be adjusted accordingly.
In the present embodiment, after hold-down mechanism installation in step 3, also need to paste fixing poly- in upper strata styrofoam 4 inner side
Benzene bar 8, described polyphenyl bar 8 is in parallel laying with upper strata styrofoam 4.
During reality processing, the cross section of described polyphenyl bar 8 is square.And, it is solid that described polyphenyl bar 8 passes through tape-stripping
It is scheduled on inside upper strata styrofoam 4.
In the present embodiment, the cross sectional dimensions of described polyphenyl bar 8 is 20mm × 20mm.During practice of construction, can be according to concrete
Need, the cross sectional dimensions of polyphenyl bar 8 is adjusted accordingly.
Wherein, described polyphenyl bar 8 is formed using styrofoam cutting.
When actually used, when the later stage carries out connecing raft construction, the polyethylene in traditional construction scheme is replaced using polyphenyl bar 8
Rod, described polyphenyl bar 8 plays the protective effect of soft angle at the inner corner trim of described Base isolation system.
In the present embodiment, hold-down mechanism described in step 3 includes multiple compressing members 6, and multiple described compressing member 6 is along upper strata
The length direction of styrofoam 4 is laid from front to back, multiple described compressing member 6 perpendicular layings all with upper strata styrofoam 4.
Described compressing member 6 is l shape compressing member, and described l shape compressing member by horizontal sections and is located at outside described horizontal sections
The vertical sections of lower section is formed by connecting, and described horizontal sections is supported in upper strata styrofoam 4, and described vertical sections bottom is fixed on
In bottom cushion 5.
In the present embodiment, described l shape compressing member is l shape reinforcing bar.
And, described l shape reinforcing bar is formed using waste steel bar bending, and input cost is low, enable expense reinforcing bar and reclaim profit
With.
In the present embodiment, before carrying out hold-down mechanism installation in step 3, upper strata styrofoam 4 also described in step 2
Upper tiling backing plate, described backing plate pad is loaded between described hold-down mechanism and upper strata styrofoam 4.
In the present embodiment, described backing plate be in horizontal layout and its laid along the length direction of upper strata styrofoam 4.
Described backing plate pad is loaded between upper strata styrofoam 4 and the described horizontal sections of described l shape compressing member.
In the present embodiment, described backing plate is sheeting caps 7.
And, the quantity of described sheeting caps 7 is multiple, and multiple described sheeting caps 7 are laid at grade from the inside to the outside.
In the present embodiment, the quantity of described sheeting caps 7 is two.During practice of construction, can according to specific needs, to sheeting caps
The installation position of 7 quantity and each sheeting caps 7 adjusts accordingly.
For cost-effective, described sheeting caps 7 is waste and old plank sheathing.
In the present embodiment, the width of described sheeting caps 7 is 100mm.When actually used, can according to specific needs, to headblock
The width of plate 7 adjusts accordingly.
In the present embodiment, described bottom cushion 5 is the cushion lime in horizontal layout, and described l shape reinforcing bar is fixed
During installation, with hammer, the described vertical sections of described l shape reinforcing bar is hammered in described cushion lime, and by described l shape reinforcing bar
Described horizontal sections is pressed on described backing plate it is ensured that upper strata styrofoam 4 and bottom styrofoam 3 will not arbitrarily be subjected to displacement or wrong
Dynamic.
In the present embodiment, the lateral wall of described vertical sections and upper strata styrofoam 4 and bottom styrofoam 3 is against described water
Flat sections is firm with described backing plate extruding, and described backing plate non-loosening phenomenon.
In the present embodiment, the gap between bottom styrofoam described in step one 3 and blinding layer 1 is not more than 10mm;Institute
State bottom styrofoam 3 and upper strata styrofoam 4 to be spliced by multiple polyphenyl plate segments, multiple described polyphenyl plate segments are along basis
The surrounding sideline of bed course 1 is laid from front to back, and the gap between two neighboring described polyphenyl plate segment is not more than 10mm.
In the present embodiment, after hold-down mechanism installation in step 3, pour on coil waterproof layer 2 described in step one
Fish tail and waterproof layer;Upper strata styrofoam described in step 24 pours forming panel for described fish tail and waterproof layer.
During practice of construction, complete to get rid of it is ensured that getting rid of raft protected effect well after raft protection construction using the present invention, then to described
Fish tail and waterproof layer carries out concreting.
In the present embodiment, it is outer wall of basement outside described Base isolation system, after the completion for the treatment of described outer wall of basement construction, only
Described hold-down mechanism need to be removed, and remove described backing plate, just can carry out connecing raft construction, saving of work and time, efficiency of construction is high.
During practice of construction, coil waterproof layer 2 described in step one is sbs modified asphalt waterproof coiled material, and coiled material is prevented
When water layer 2 is laid, one adhesive bitument primer is brushed on blinding layer 1.
As shown in the above, waterproof roll of the present invention gets rid of the lower section of raft (i.e. section reserved by the described raft that connects) using bottom polyphenyl
Plate 3 place mat, top carries out covering protection, bottom styrofoam 3 He using upper strata styrofoam 4 against the blinding layer 1 of raft foundation
The styrofoam that upper strata styrofoam 4 is adopted requires to adopt 20kg/m3Above material and proof strength is good.To connect raft pre- described
Upper strata styrofoam 4 top above section is stayed to spread discarded template (i.e. described backing plate), it is to avoid styrofoam is damaged.Outside described styrofoam
The l shape reinforcing bar nail stake that side waste steel bar is processed into is reinforced, and prevents the mobile dislocation of styrofoam.
The above, be only presently preferred embodiments of the present invention, not the present invention imposed any restrictions, every according to the present invention
Any simple modification, change and equivalent structure change that technical spirit is made to above example, all still fall within skill of the present invention
In the protection domain of art scheme.
Claims (10)
1. a kind of Base isolation system waterproof roll gets rid of raft protection construction method it is characterised in that the method comprises the following steps:
Step one, the laying of bottom styrofoam: after the completion for the treatment of coil waterproof layer (2) laying on blinding layer (1), by waterproof coiled material
The reserved section of raft that connects of layer (2) is dug upwards, laying bottom styrofoam (3) outside blinding layer (1), and makes bottom styrofoam
(3) madial wall is close to the lateral wall of blinding layer (1);
The described raft that connects reserves section for extending out to the sections outside blinding layer (1) in coil waterproof layer (2);Described blinding layer
(1) it is concrete cushion below Base isolation system, below described blinding layer (1), be provided with bottom cushion (5);
Step 2, the laying of upper strata styrofoam: laying upper strata styrofoam (4) above bottom styrofoam (3) described in step one, and
Make the lateral wall of upper strata styrofoam (4) and the lateral wall flush of bottom styrofoam (3), and the described reserved section of raft that connects is held on
Between strata benzene plate (4) and bottom styrofoam (3);
The width on described upper strata styrofoam (4) is more than the width of bottom styrofoam (3);
Step 3, hold-down mechanism are installed: upper strata styrofoam (4) described in step 2 is upper to install hold-down mechanism, and by described pressure
Tight actuator base is fixed on bottom cushion (5), makes upper strata styrofoam (4) be pressed on blinding layer (1) and bottom styrofoam (3)
On.
2. according to the Base isolation system waterproof roll described in claim 1 get rid of raft protection construction method it is characterised in that: in step 3
After hold-down mechanism installation, also need to paste fixing polyphenyl bar (8) inside upper strata styrofoam (4), described polyphenyl bar (8) with upper
Strata benzene plate (4) is in parallel laying.
3. according to the Base isolation system waterproof roll described in claim 1 or 2 get rid of raft protection construction method it is characterised in that: step
The width on upper strata styrofoam described in (4) is 250mm~350mm, and the width of bottom styrofoam described in step 2 (3) is
150mm~250mm, described bottom styrofoam (3) is identical with the thickness of blinding layer (1).
4. according to the Base isolation system waterproof roll described in claim 1 or 2 get rid of raft protection construction method it is characterised in that: step
The thickness on upper strata styrofoam described in two (4) is 30mm~50mm;Described bottom styrofoam (3) and upper strata styrofoam (4) all edges
The surrounding sideline of blinding layer (1) is laid.
5. according to the Base isolation system waterproof roll described in claim 1 or 2 get rid of raft protection construction method it is characterised in that: step
Hold-down mechanism described in three includes multiple compressing members (6), and multiple described compressing members (6) are along the length direction of upper strata styrofoam (4)
Laid from front to back, multiple described compressing member (6) perpendicular layings all with upper strata styrofoam (4).
6. according to the Base isolation system waterproof roll described in claim 5 get rid of raft protection construction method it is characterised in that: described compression
Part (6) is l shape compressing member, and described l shape compressing member by horizontal sections and is located at the vertical sections below outside described horizontal sections
It is formed by connecting, described horizontal sections is supported in upper strata styrofoam (4), bottom cushion (5) is fixed in described vertical sections bottom
Interior.
7. according to the Base isolation system waterproof roll described in claim 1 or 2 get rid of raft protection construction method it is characterised in that: step
Before carrying out hold-down mechanism installation in three, the upper backing plate that tiles of upper strata styrofoam (4), described backing plate pad also described in step 2
It is loaded between described hold-down mechanism and upper strata styrofoam (4).
8. according to the Base isolation system waterproof roll described in claim 7 get rid of raft protection construction method it is characterised in that: described backing plate
For sheeting caps (7), the quantity of described sheeting caps (7) is multiple, and multiple described sheeting caps (7) are laid in same plane from the inside to the outside
On.
9. according to the Base isolation system waterproof roll described in claim 1 or 2 get rid of raft protection construction method it is characterised in that: step
After hold-down mechanism installation in three, coil waterproof layer described in step one pours fish tail and waterproof layer on (2);Institute in step 2
State upper strata styrofoam (4) be described fish tail and waterproof layer pour forming panel.
10. according to the Base isolation system waterproof roll described in claim 1 or 2 get rid of raft protection construction method it is characterised in that: step
Gap between bottom styrofoam described in (3) and blinding layer (1) is not more than 10mm;Described bottom styrofoam (3) and upper
Strata benzene plate (4) is spliced by multiple polyphenyl plate segments, and multiple described polyphenyl plate segments are along the surrounding of blinding layer (1)
Line is laid from front to back, and the gap between two neighboring described polyphenyl plate segment is not more than 10mm.
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Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6550190B2 (en) * | 2001-04-23 | 2003-04-22 | Fas-Flo, Inc. | Drainage system for waterproofing a foundation |
CN201649133U (en) * | 2009-12-28 | 2010-11-24 | 江苏江中集团有限公司 | Basement soleplate deformation joint waterproof device |
CN101914927A (en) * | 2010-06-22 | 2010-12-15 | 中国建筑第二工程局有限公司 | Waterproof system for basement bottom plate and wall surface and construction method thereof |
CN103572786A (en) * | 2013-11-19 | 2014-02-12 | 中铁十六局集团北京工程有限公司 | Pile head joint waterproof processing device and construction method thereof |
CN105839677A (en) * | 2016-03-25 | 2016-08-10 | 中国五冶集团有限公司 | Advanced water prevention construction process for post-cast strip of side wall of basement |
-
2016
- 2016-08-26 CN CN201610739731.7A patent/CN106337444B/en not_active Expired - Fee Related
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6550190B2 (en) * | 2001-04-23 | 2003-04-22 | Fas-Flo, Inc. | Drainage system for waterproofing a foundation |
CN201649133U (en) * | 2009-12-28 | 2010-11-24 | 江苏江中集团有限公司 | Basement soleplate deformation joint waterproof device |
CN101914927A (en) * | 2010-06-22 | 2010-12-15 | 中国建筑第二工程局有限公司 | Waterproof system for basement bottom plate and wall surface and construction method thereof |
CN103572786A (en) * | 2013-11-19 | 2014-02-12 | 中铁十六局集团北京工程有限公司 | Pile head joint waterproof processing device and construction method thereof |
CN105839677A (en) * | 2016-03-25 | 2016-08-10 | 中国五冶集团有限公司 | Advanced water prevention construction process for post-cast strip of side wall of basement |
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